Structural instability analysis and prevention measures of structural collapse in Muzhailing slate tunnel
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Structural instability analysis and prevention measures of structural collapse in Muzhailing slate tunnel
Vol. 33, Issue S2, (2012)
作者机构:
北京交通大学 土木建筑工程学院,北京,10044
作者简介:
基金信息:
DOI:
CLC:U459.3
Online First:11 December 2012,
Published:2012
稿件说明:
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WANG Yun-long, TAN Zhong-sheng. Structural instability analysis and prevention measures of structural collapse in Muzhailing slate tunnel[J]. 2012, 33(S2).
DOI:
WANG Yun-long, TAN Zhong-sheng. Structural instability analysis and prevention measures of structural collapse in Muzhailing slate tunnel[J]. 2012, 33(S2).DOI:
Structural instability analysis and prevention measures of structural collapse in Muzhailing slate tunnel
Currently there are many tunnels through the slate formation
slate tunnel engineering problems are frequently occur due to the unique nature of slate
and collapse phenomenon is a large part of the engineering problems . The feature and influence factors of slate tunnel are studied by the analyzing the collapse phenomenon of Muzhailing tunnel
then the board stability theory is used in the collapse mechanism of slate
and combine the engineering practice with board stability theory subsequently. Finally
the key methods to prevent collapse phenomenon are showed
and the method is used in the subsequent engineering. The results show that the slate layered characteristics and slowly construction of initial support is the fundamental factors in the collapse occurred
preventing the collapse phenomenon need to study primarily from these two points. The subsequent sections of Muzhailing tunnel are constructed safely; it’s proved that collapse causes of slate tunnel are well analyzed. That is useful to the similar engineering when they want to prevent or deal with the collapse of slate tunnel.